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http://nopr.niscpr.res.in/handle/123456789/29923Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Bhargava, Devendra Swaroop | - |
| dc.date.accessioned | 2014-11-13T05:42:05Z | - |
| dc.date.available | 2014-11-13T05:42:05Z | - |
| dc.date.issued | 1994-02 | - |
| dc.identifier.issn | 0975-1017 (Online); 0971-4588 (Print) | - |
| dc.identifier.uri | http://hdl.handle.net/123456789/29923 | - |
| dc.description | 35-40 | en_US |
| dc.description.abstract | The BOD prediction in the river becomes quite a complex exercise when the wastewater from a town or catchment area flows into the river in the form of a continuous sheet discharge. Models have been evolved for an accurate prediction of the BOD in such non-point discharge situations. A case example has been studied to illustrate a comparison between the point and non-point conditions for BOD assimilation in streams. It has also been shown that the point discharge condition provides a lower stream BOD when compared to the non-point discharge condition under identical situations. | en_US |
| dc.language.iso | en_US | en_US |
| dc.publisher | NISCAIR-CSIR, India | en_US |
| dc.rights | CC Attribution-Noncommercial-No Derivative Works 2.5 India | en_US |
| dc.source | IJEMS Vol.01(1) [February 1994] | en_US |
| dc.title | River BOD prediction under non-point discharge conditions | en_US |
| dc.type | Article | en_US |
| Appears in Collections: | IJEMS Vol.01(1) [February 1994] | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| IJEMS 1(1) 35-40.pdf | 370.71 kB | Adobe PDF | View/Open |
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